DISCUSSIONS AND CLOSURES
Nov 1, 1997

Discussion: Shear Lag in Shear/Core Walls

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Publication: Journal of Structural Engineering
Volume 123, Issue 11
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References

1.
Bjorhovde, R. (1985). “Behavior and strength of stub-girder floor systems.” Proc., Compos. and Mixed Constr., U.S./Japan Joint Seminar, ASCE, New York, N.Y.
2.
Capuani, D., Savoia, M., and Laudiero, F. (1994). “Continuum model for analysis of multiply connected perforated cores.”J. Engrg. Mech., ASCE, 120(8).
3.
Deschapelles, B.(1985). “Discussion of `The application of flexural methods to torsional analysis of thin-walled open sections.”' Engrg. J. Am. Inst. Steel Constr., 22(4), 176–177.
4.
Deschapelles, B.(1985). “Discussion of `Frames with staggered panels: Experimental study.”' J. Struct. Engrg., ASCE, 111(6), 1422–1424.
5.
Deschapelles, B. (1986). “A hybrid 8 DOF plane stress element for the analysis of non-planar shear walls.”High-rise buildings: recent progress, an update to monograph on tall buildings, Council on Tall Buildings, Lehigh Univ., Bethlehem, Pa.
6.
Deschapelles, B.(1987). “Discussion to `Warping moment distributions,' by S. J. Medwadowaki.”J. Struct. Engrg., ASCE, 113(1), 170–172.
7.
Deschapelles, B.(1994). “Discussion of `Improved wide-column-frame analogy for shear core wall analysis,' by A. K. H. Kwan.”J. Struct. Engrg., ASCE, 120(6), 1934–1937.
8.
Deschapelles, B.(1996). “Discussion of `Continuum model for analysis of multiply connected perforated cores.”' J. Engrg. Mech., ASCE, 122(2), 179–180.
9.
Kwan, A. K. H.(1993). “Improved wide-column-frame analogy for shear/core wall analysis.”J. Struct. Engrg., ASCE, 119(2), 420–437.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 123Issue 11November 1997
Pages: 1552 - 1554

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Published online: Nov 1, 1997
Published in print: Nov 1997

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Bernardo Deschapelles, Member, ASCE
Prof., Dept. of Civ. Engrg., Polytechnic Univ. of Puerto Rico, P.O. Box 191501, San Juan, PR 00919-1501.

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